Summary for Test 2015-09-02-10-1
Test performed: ASTM C39-17aProject Information
Project Identifiers | Project ID: 209060 DEA: 041A2904 EFIS: 0400000482 |
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DIST-CO-RTE-PM | 04-SON-12-9.6 |
Award Date | 03/11/2014 |
Closeout Date | 01/10/2019 |
Work Description | REPLACE BRIDGE AND WIDEN APPROACHES. |
Location Description | SONOMA COUNTY NEAR THE CITY OF SEBASTOPOL AT LAGUNA DE SANTA ROSA BRIDGE |
QA Service Level | 1 (Verified on 01/23/2014) |
Sample Information
Sample Taken Date | 09/02/2015 | Sample Unique Key | 10 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 09/08/2015 |
Sample type | Quality Control | A brief description of the sample | concrete |
The quantity of what the sample constitutes | cylinders | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Keith | Last name of sampler or witnessed by | Iwamoto |
Title of sampler | Unknown | Telephone number of sampler | Unknown |
Laboratory sample identification | Unknown | Linked DIME Sample ID | Unknown |
The fabricator/manufacturer/facility name | Unknown | Transportation Laboratory (TL) Number | 018312 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
Structure name | Unknown |
Material Information
Material Type | Concrete | The concrete mix design number | Unknown |
---|---|---|---|
The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | Unknown |
Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
A detailed description of where the material sample was collected | Unknown | Where the material sample would have been placed if not sampled | Unknown |
From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
DIME Sample ID: 2015-09-02-10
DIME Test ID: 2015-09-02-10-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-09-08
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Mullins
Date of test: 09/08/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 5.99 in
Average diameter of cylinder 2: 5.98 in
Maximum load on cylinder 1: 61282 lb
Maximum load on cylinder 2: 62492 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1
Correction factor for cylinder 2: no data
Age of specimen: 6 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.18 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Compressive strength of cylinder 1: 2174.7 psi
Compressive strength of cylinder 2: 2224.7 psi
Compressive strength (to nearest 10 psi): 2200 psi
General comments (publicly viewable) (Max 1000 characters):
Test Graph
Source: Partner Data Point FileTest graph for Cylinder Code 1 of 2
Source: Partner Data Point File
Test graph for Cylinder Code 2 of 2
Test was verified on 9/8/2015 ✔